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HomeMy WebLinkAbout88-116P Neary Site Plan proposed LETTERS OF APPROVAL !fr 7-own 04C Saam ?d&U1A&t ti �L 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �1 �ZJffZ- 1r��s1� CI.V j '�ps01t CaN�' AREA CODE 203/644-2511 6y � 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 �4Qsux•co. AREA CODE 203/644-2511 22 March 1989 December 20, 1968 Atty. Richard M. Rittenband , 1734 Ellington Road Gregory C. Neary /I South Windsor, CT 06074 27 Ellington Road South Windsor, CT 06074 re: Appl. #88-116P, Gregory C. Neary Site Plan RE: Application #88-116P Gentlemen: We are pleased to inform you that the Planning and Zoning Gentlemen: Commission voted on March 21, 1989 to approve the above- At the December 19 , 1988 meeting, the Inland Wetlands referenced application for a Site Plan of Development in Agency/Conservation accordance with Drawing #1 ( 11-30-88 no rev. ) , #2 ( 7-20-88 rev. Commission approved with modifications 3-3-89 ) , and #3 (7-20-88 no rev. ) prepared by Lucek Engineering Application #88-116P - Conservation approval for the construction of Associates, Inc. , Project No. 88-39; with C. F. Rioual Drawing a house and business located on the easterly side of Ellington Road, #A-1 (5-16-88 no rev. ) ; and .with the following modifications : I Z°ne' The following modifications must be adhered to for this permit to be 1 . This application is subject to the conditions of approval valid: of the Inland Wetlands Agency/Conservation Commission, ' including a bond in the amount of $5, 000. 1 . Black and white transparent mylars of sheets # 2 of 3 with the above modifications and this letter reproduced thereon 2. An as-built plan is required prior to issuance of a together with two blueprint copies of the entire set of Certificate of. Occupancy per Section 4 . 13 . 10 of the Zoning plans , must be submitted to this Commission to be stamped Regulations . and signed. This must be completed and reviewed prior to 3. All plans used in the field by the developer must bear the any construction activity on the site. st'a_-mp and authorized signature of the Town of South Windsor. 2 • Construction activities shall be subject to the approval of ' j the Town Engineer. O 4 . Curb cut is subject to ConnDOT. approval . ; • The application shall indemnify and hold harmless the Town 5. Septic system is subject to approval of the Town of South Windsor against any liability which might result � �� \ " I Sanitarian. from the proposed operation or use. 4 . The permit is valid for one year and shall expire December 6. Drainage is subject to approval of the Town Engineer. 19 1989 _ �� �g 10 r 7. Easement or right-of-way .is needed to cross State property. 5 • All approvals required must be obtained and submitted prior O �v APO PP q 8 . Sizes of plants need to be shown on the drawings . to any activity on the site. b . A contact person shall be identified directs the plans . ® ,'' �O f2 14 Fi�rty Owners Within 500' liadiu� of Site 9. Parking formula must be modified to reflect the proper y on p number of parking spaces required and the 9-space waiver that has been granted. 0 l 3 1. N/F General Realty Associates 17. ri/F r;eyer, Gage 00. Inc, 2. N/F H. E. A. associates ?�. N/F Yellow Properties, Inc. lS 3. N/F Modugno, rlicola 19. N/F Levine, Charles� l6 - R.C.4. N/F 11opely; Shirley J. I�[ris ?_Ci. �' R. 8 J Corp. 1@7 'i. ri/F King, .merge 21 I`'/F ciechcx_*skit Soptue :' j� . of 6. N/F Churilo, Peter 22. r'I/F Zieky, Paul Peter Churilo•O 7. N F� / � 23_ rJ/F zi.elcy, Paul & Philip 3. N F Atlas Oil Co.c , / 24. N/F Zieky, Paul Philip STREET E.H. 9. N/F Tonucci; Egidio & Grace 25- N/r V.S.II_ Realty Inc. BURN ANI , , 10. N/F Stag o€ Connecticut 26. r�/F Clinch, ib} rt L. .tt Patricia. A. E.H ` N/F gayer, Gage Co. Inc. 27. LI/F Srubas, 'Ihecyiore C. Jo tI. f 8 12. N/F 'Tam=i, 17gidio P, Grace 28. rd/r' spencer, P.icllarc� 17, zx rl-ul 7 i.. : Atty. Richard M. Rittenband -2- 22 March 1989 �"' Yc 22 l 4. N/F staa�f,wnruecrticut 30. t/ State o€ aCQ cut Robert . `^- __ 29 23 i Black and white transparent mylars of Sheet #2 with the above 15. AI/F Glassr:lan, Abraham 31, Ir/F Penn enn Central Railroacl Co. ' modifications, together with three blueprint copies Of the entire r�g' �0 16 •?/F CSeyer` Albert set of plans, must be submitted to this Commission within 30 days 7 - Apre- construction meeting must be held with Town Staff '- ' prior to construction, to be stamped and signed. The letters of approval of this ; i ` Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . 8 . Erosion and sedimentation measures shall be applied to all lg f� disturbed areas. These areas must be loamed and seeded. After the mylars have been signed by the Commission, they will be . returned to you for filing in the Office of the Town Clerk within • We recommend a bond in the amount of $5000 .00 to be 90 days. After filing these plans, a copy of the receipt must be submitted to Planning and Zoning Commission to ensure submitted to the Planning Department. compliance with the Erosion and Sedimentation Control Measures . ' Jery truly yours, 10 . Heavy mulching of disturbed area in the spring. PLAN14ING AND ZONING COMtSISSION 11 . Installation of addditionai . gravel and fabric underneath to the two driveways. - +{ GCSu L aymond F. Hallowell, .Jr. 12 . Silt fencing to be replaced. Chairman DRAINAGE D--� 13 . Hydromulch as soon as possible. cc: J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor Very truly yours, FINAL P LA N S 1 W. Lanning, Fire Marshal M. Banach, Planning Director � Registrar of Voters r nn`�,ar { Inland Wetlands Agency/Conservation Commission John M. Moran, Jr W aiTQ OF SOUTH WINDSOR ' PZC File j' Inland Wetlands Agen / AUTHORIZED,: SGNATU Lucek Engineering Conservation Commi.ss" n REZONING , Applicant JMMJ r. /pmm Zone G C (principal Use - {IZeal ty office) THIS MAP IS COMPILED FROM OTHER MAPS, DEED DIMEN- Required Provided Enclosure Lot Area 15,OOOSF 17:157.4 2.1 I; SIONS AND OTHER SOURCES OF INFORMATION, NOT TO BE DATE: `f -z Lot Width 100, 460' CONSTRUED AS AN ACCURATE SURVEY AND SUBJECT TO cc: A.B. Davies , Deputy Town Engineer Lot Dept. 150' 730' FINAL CHANGES AS A MORE ACCURATE SURVEY MAY. Marcia Banach, Director of Planning - Stories , „ DISCLOSE. John R. Collins, Chief Building Official - Building Height - Michael Gantick, Director of Public Works Lot Coverage r Raymond Hallowell, Chairman, Planning & Zoning Impervious gage PROPERTY 0F GREGORY NEARY 281-9541 Front Yard ` -1`I' Side Yard ?�' 601 27 ELL NGTON ROAD SOUTH. WINDSOR CT n. . �. - ,-�'"+. Parking Off ice 1,/125 >+#Es)= Z4- 1; ' _. -. 1J - , LUCEK ENGINEERING ASSOC. INC. U �•,• 9 space 4Jaiver Reclu No. REVISIONS DATE RCF' lug 2OO DATE I}- 30- 08 CONSULTING ENGINEERS 490 BUCKLAND ROAD E' D H D CHECKED EW L SOUTH WINDSOR. CONN. 203 644 055Q -- -- -' -- -- - - r-ROrECT 88 39 SHEET l OF 3 + I HERESY CERTIFY THAT THIS MAP AND SURVEY Wlwat' :N CIIRDAFJCE WITH THE r STANDARDS OFA CLAS5 �_ SURVEY AS E INcD 1' ;H% EX . NG "C OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEY ND DOT BY CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. i . - r •~ _ - ' r,.c.«n ..•te•,v..ne•.•r . $rele.ut rltur ....... PlActslent and Constructfan of s synthetic Filter Bsrrler r 7 I. fll ,agta lea ! 1. '..►1e sM - 1';I I. Set Posts and. `% 2. StaPle Ine - / P��O Pasts— eatarair a 6 Virg + Ire weM - .It.y� excavate a 6`x6' Yire =.-)c wsre mesh trgsct, let r•u frwcle1 ireel.1 to trench, set Post fencing ' fenetng to Q l 9e01. to- Iornt teN. ,, 0e4 Pog1. «ell./. to, 1 Anglt !0' admf{eDl. I', - end Past. I tsUl'Ilj .ea uos:aea •orsell • , tom. 1 O loo• It Min 1 �ultla tiff ' =MIG , ",tialrwL•�j•l,l , it' •In. =r1'A N. tea.)) , 4•- It-111-'4 �>;Intr f •t ,. , .. •a ar'tl'_'r,• aeP1h t frli�_r .u;di:��,-1,'I l�a,� 12' in. cts0;ir :.tlu_tAa , ' 1,y''VV1 jl Slt!'.rs ,a enfc, a.o acatA .Utol-S+,tom•,, little 1• 3. Attack ftlt.r fabric '• t• Iletfill tar II 4 Minimum f.brlt 1♦ ch. •!rr fgwc l•g , trrnce let tlltlr t• 3.Attach filter fa0T1e A. 8ackff It tA! •' •+ fn1 utrea It to cgrprcl tM raertc to the wire fencing It trench and - ,. + -IM Irleth, uca+l trl to It, ' and extend It to compact the 1 the trench. excavated foil. C act H I�rtEl a atcea `'.�-rlrli• •t�'Y I �IG?'i i-!tf.r n lLtl$a ,•'I-ie,l (!- iA:1-a Il Ill tl• II°Elf ill �...9 - 'k Bat till _ ri:lttl et. •arxt- „ c.l ' a �:,,.t_111_;,,' CT DOT 2" As � 4 ��c:�;=xx, 1����,-r� rl' ;tLbi! skt a ft IStI� I_a.,t /t_, rr ieell. d t j1. •t-•,Iltl.'13n'r EIL - +ille s' FILTER FABRIC _ '-� slml-a+z_ 1.:1ev. - 57.g• pit Cx All- .0 lt 11� �,'. (,�� .7)jll chi ii83(A�.1::� a r�- .. at',t, ' W-wooden'Stakes driven 0 II"I s;c aetiom at ! _mfA, of 1Z.lnch. Into Jit - ion Oialnalwq the ground.• ,t 1 ' 'titer •.one t^ Ifooden lateral �Q �g 1 " [led. Lfrta>tn Sand Hite, crass braces I I 6 ::nto-tz �i ,•f as heeded L CONSTRUCTION ENTRANCE 22 _ 60 ! I A'J 0 trade r•'�' �_'::•'� /'} � � n n [.",�(�' r r1Tlf-' :�i1rlC_ 1 .E I _=•'/ ;y' Tilow O j� - , 50 96 t•3ec3. to c�.xar�c�t _alb? - :axle Silt ttivhIE*A d �] V� �' h _ rja ledge ►ofetl 'a• ahowf/ ►t hlg►gr J` I J - c IA.n point '/ Latch Basin �v �I% r�Cj {�L�Oi2T'10Wc'Itel hiottl.iny 0 5.5' to 6.0' Elev. 52.21 Lo 51.'U" I I S�It rrncc !flosms - j fete+8aslns E►Ej � ` V I 6 .rap iti 0.8 minub_-:, (Rate is excessive - well to ►l.m vt<w � � 6 k'I::3i.C.'O1at1'i'ZC11\f f;IL`I.`s, l" r--� a- t- D�o r Septic Sy";terl sep ar.-atbig distence must be 150' min.} b� , �/� PRECAST DRY WELL. DW6. �' ��, } / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SP1EL MA'N ARTNUR �j 1) DESIM $ - ; - i i�; �►�� Septic 'Dank: (4Bedroc>m) - use n.Jj iill.Tl1 1250 (mac llon I5nk beaching Field: Perk- Rate less than 5 win.1 - G _; -�1 ��' '� KT ( 500 Sr I.Iear..l�ing area rec;uired. Use 16. li!' w 36- = wide leaching trc nCh Q i ► ` ; Use 4 trery-hes O 36' = 432 Sr 1 1 Use 2 trenches Q 12' = 72 Sr C� 1 6 i lF A � i ^ m1 �, = 504Sr �, ;4, .fit' I �� i '(tenches to be installed to loccattion & elevation shcxm on elan. Tie ends � of 36' trerx;hes together wit1i .1.2' leachiry Drenches. r Li ' . trench `•" ' / ss� ,© QY'i% 1 ( S ` '�ottoil elevation rcTlist not Ex: l c>;rt�x tlZmi c4ev. 53.7 C(.::" ;ataave rant_t1iixJ) . H n. 4" FL = 54.7 Gp .r 2 .p �' \ i .gip '✓p- -,, 18"DIA.COVER S, a Z3ERVATION PLAN NARRATIVE ALL ACTIVITIES WILL BE IN ACCORDANE WITH �?� SBCTION AND PAGE REFERENCES, of "CT GUIDELINES OF SOIL EROSION AMID SEDIIVE'NT 5.. S N E T �� �j°', �J tS� CONTRQL" ' 2 S I o `` j �. ,,r` . ♦C' Div , of the (3'', �4 �; �Z - �;�' j 0 ` ' CO�TD�I`ICUT COUCIL of SOIL and fi= CONSF.IMTION January 1985 5 DIA.INLET CH= % ` �1 Q, 4�F0 1 / I. Individual responsible t 3„ ®®® g1®® / ` `v \ `��,. N � ,l\ �J 8,cJ f for Erosion and Sediment Control• z-11' 2. Gavel entrance/exit will be installed at driveways. ®® ® ®® ®®g1 lx (p A GREG NE'ARY 2822-9d542 y �G�o? o, o�� Dry .�- Sy 3. All storm water discharge areas to be protected by fabric filters. C� G 4 (SEE DETAIL AND PLAN FOR LOCATION) j s, ti Cl��' ).1 it , A . Stabilization of disturbed areas will be accomplished within 30 days 0 5393 � t, '�' I � /� Jr 8 of disturbance in the following manner of Ln RES ENT / A.A. Temporary vegetative cover, if needed, shall be as follows: MOM CM EDa N 6 • �i' ADDITION 2 ST.' `� annual rye grass shall be appliec`3 at the rate of 40 lbs./acre ®0 ®'� ® ®® s 6' �' y �( Q. between 3/1 and 10/1. (From 10/1 - 3/1, stabilization will. be NG )_ , 1910 S F accomplished by application of mulch at the rate of 2 tons/acre.) - ®® ® ® ® ® SI® ~ � t- \. EACH ' ® C9 0 ® ® C H A M N E R � 6- 0= BED=4 �` � B. Permanent vegetative cover-shall be as f of lows: ® ® ® 1. Yards and lawns to be maintained: 2 1/2 \BATH) Q �� !L`' Kentucky Bluegrass 20 lbs./acre Creeping Red Fescue 20 lbs./acre Perennial Rye Grass 5 lbs./acre 2. Detention Pond, Drainageways: heed Canarygrass 20 lbs./acr6 (80%) _ N' 70 FL `" ""'" �' \ 3 Red Top 5 lbs./acre (20%) - n _ . Steep slopes notable to be mowed regularly: STATE OF roc�+ Creeping Red Fescue 20 lbs./acre / 8 *>✓e Red Top 2 lbs./acre CL OR C PRECAST CS TOP �DA``/J/�\(fff"'-'•»!//�TI(/1JJ �T ate. J / - - p FRAatE CON NEC•L»..�/ l V t✓ f A 4 ' (57*4924 S .'� �' � . • `• � � � / ���' ( A. � Crown Vetch 15 Ibs./acre I .6826 ACRES /Soo 45.►4 ,c') 5. . All non-structural erosion control measures such as mulching and ; r3 c�r °a y -- sT. [ ✓ t,y/�� i O \/ dust control shall be in accordance with chapter 7, "CT Guidelines". [��e: SS.55�Y l� / S� �" 6. AA. cement of work shall start as soon as possible after approval. j `. ors. 5s Z ,,b�/ �' gravel entrance/exit I` �/�i' fir, G � gr ano%xi.t pads. - oe° _ This has Ir>en clear-Era; - //, Q t} ' /� � C. Fill and ad p e In °;�,0 . 1t• o o - _ ed and seeded by the N�� { W U A � �L � � ty fy grade area with approved material. -'_ . Gpw L.•. O --OPEN JOINT DW 'FIELD pp ic.--lntr Gregory igea y. , f �5 � :mac /� - _ { �+ � D. Construct buildings an accordance with town planning regulations. de o°r •t DRYWE:LL 2�', .� CONSTRUCTED OR PRECAST - A pcj:filit irpf^ the :�4�L� t � �� - V -y - F. All excess earth to be removed from site. oZZ IV, 7. Site does not contain any designated Inland Wetland Soils. �° " of COI1TlG'CL3Ci.i LIIl Z ' C' Z / ' - - _ ._ 2"` STONE OR-GRAVEL obtained !X�'rl - DETAIL PR£easT BASE t h4`; act;�') ORYMIELL CATCH BASIN LEGEND - L $ 0, FYI`'' ® EXISTING IRON PIN / / \'�' ��' / Ci O N EXISTING MERESTONENCFFES {?. al_l_ MCUIvTF ? ''.00 LIGHT •� 1. the soil. classification for this � Q entire site and surrounding, properties is WirKlsor Loamy Course ( O�9 �� ���� A Sand MuM . No soil classification PAr WHE LOi WALK_ _....___:• 54 �s`�3 , 1 \' � �•�(,� �'� F° I boundaries. effect this site. 0{?i`El"�J';,' ,. - / �t,9, � �^ • � 2. Subsurface soil characteristics: Windsor Loamy Course Sand excessively -�- n! 'f Il?u i Itil iH MOOR _k � 1 ' s \� I � ` � � � drained, high void ratio, high permeability, PLOT ,, SITE , CO I V S E RVAT I O N PLAN, ..._II,� 1FT CF'f)SS PITCH ._ - 163.2I (` low limitation for urban developmxt. W Use Permeability Rite of aD feet f7er day. �()URSE~ `` - k4fi�ti ZL _, f /�5 nr�/� er . ,`G'RA G� (Source SCS-USDA) 1 ,IkFc cE H , --=- - E 1 \ , ( ' TOPOGRAPHIC MAP 11 BIT Ct)NC it)ER Ct)�}FtF y • jr "PR4C1 $�E` as T(aN o _ o = 8tl'.... ::.�-,- �,..... - f o 4 - o 55 5 G. �,EI�ITR ,N. :w o'�o 0 ° T AD l�1F S ,ATE DF co TIC 06 Pi10CESSEC sTUtiC �+,._"w�• M °,� _ - F,saz� /' _. _ ��, -- E.P -- -- v r ,� ` r ` ERT GREGORY NEARY } �`� E.F ND Grp 1��wls PROP Y OF > �. 27 ELLINISTON ROAD SOUTH WINDSOR?CT _ BURNHAM -S TRET 4► h � S"So ��a ,. ��--- - ____- _ �►� �- t•�xctT�.tfG ,�-' ►tiA���� -----� -- - LUCEK ENGINEERING ASSOC. INC. 6 m �IA1/ MAN i WAtw K, l't rA ' fib NO. REVISIONS DATE SCALE IItT 20( DATE ? a ~ 1 CONSULTING ENGINEERS 57.9}r'F LdIC•vTS 3-3 89 20-1�8 490 BUCKLAND ROAD 2. O�tl # 3 sf ¢ 3 3 -g DRAWN ((,�I( CHECKED E�(�/! SOUTH WINDSOR, CONN. ! - ' 203 644 0550 PROJECT88--39 SHEET'1 OF 3 't t, 3' I HEREBY CERTIFY THAT THIS, MAP AND SURVEY WERE PREPARE6 N ACCORDANCE WITH THE STANDARDS OF A CLASS A`Z SURVEY AS DEFINED IN THE.-EXISTING "CO •`OF ,P..RACTfCE w FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS",'AD tONNtd1CIJf ASSOCIATION OF LAND SURVEYORS INC. _ s r l•c.r.nl rnd tens lrwu ro. of 1 Syntna to Intrr saner placement and Construction of a Synthetic Filter Perrier i_1_ Sit Valli and �: 1; P 1. •..rlr In. tl 1. Set posts and 2. Staple the �O Patti •, retlwlr r 1'./• u{n -- t Ytfa'nttA - •tv tr Inch, let Pala New In frnefn le •IS[s excavate a 6"x6" Mire -�••�' wire mesh 1 an It 10' t1tACNe a, / s t trench, set post fencing ' fencing to a 0 rnd post. Anglr :t" a' dllwnSlbpl. I', end post. , YPI{Pre faI j / S I tra ll lly an0 , ups:ore •or /elf tie In lnq. '- ,1, Stae1! a ng t • set•:Irleoning. All. Iy, `.gait tell GH14 fill �M Ir -a A. 11� rift. s11 Ye: •111l ttbe t„I�nl^11_ =:Iti rti:lll'°'U 4sl=+Y - ISlagsi•ft[.. dl to �'' !JZ�kS� s+l:di_,nl-,_1•'ln,sq 12"min. c113uux"Ilea . s.,.. 1 p acll s :,,I:nt_,• _. depth I- f=„ r ice^`1 f , 1'$ty.•Y•t1Y 4,�r Min 1 MUM e l{lter 1' 3. Attach filler Nbrle , a, aaelf ill lAa ' ' - rti llbr l< le tM Ytrl lrnc inq 1 urAtA Ind Alter t' 3. Attach filter fabric 4. Backtill the , FrOrsc 1 [O [hC w/re fencing II trench and In1 flllnl 1t 1a enr9lct Iha . compact the t•..rf-r a tut J: 1('•I!r� r IAr lrenth, eeu•atld tot ' and extend It to m5%•s. �� .�. •1:�:•�1 ��5.�...} LV> i •1- {c the trench excavated soil. _,.,.•_ ^,-_•__, T,-_•,._•� CT DOT 211 ps 4 0�11)ffx ll t up r are Comppacted 2q SacIf111 _ Backfill .-f-114 , ;�• 3 n- '"IS; if1r1.S-e•tl':/-te ,u 'i•"_t"cl?iil � .liw�IY'�. 11=lflal�e':1':1uu1_irI? 11:1111 6i Il •al lh:xlt,1{ nl?le7 i=lend R�/1-tln a .Y�.. ' y.i 1 _ r.. r♦ r "A, " ;1 L vt?1u1, to PI_ I t lt�t� , l S• T' 1 /1 legal in=Lla a1= S Il.-.Ill' tv tlyy ik I:.IW - ., Ilr !'15T R. ,11I1._J S'(>r�t t:G 2'lc-'v. -- l�.e• Pit ry i FILTER FABRIC `- `• 2xq lmoden stakes driven a " Pin. of 12.inches into )) / ;` tl 10 7bl_x�oi!_ "lln�aAAI - the ground, - r _ 10t1 - 2,"s I-led. �l Sand I I ! Filter laorlc+ - ll Mooden lateral j tuclen +ii .•, cross braces Ili r cas needed CONSTRUCTION ENTRANCE 22" - 60" I ' l I A ! 0 to r:• � `' ^`•� O 6011 96" I.-Jed. o V..IctrrxJ :�U�t .•a-Lie- Silt,. J. - _ 0 1 I [t[YAiltn � M� No ledge Potntl I. Ihovtd be higher • -J y SS Pro Gr«� tier 1 1 Catch Basin 1�AJt.l,._L.a.n� ti.' 5.5' W =/.V' EJ.eV'• J2.2' W -'-�.Ir.tJ' 1 1 Ssit•Terre installation at / �aics saslns S 1" c�.rop iii 0.8 minutes (Rate is t_xcessive - Well to Plan Via. / SejAdc Sys'e4a separating distence must be. 150' min.) NIF - - - - - - - - - - - - - - - - - - , SPIEL MAN A PT HUR PRv�c>S>� Dr�xc�v ��� Septic Tank: (4nediroan) - Use rtittir(ura 1250 Gallon Tank. l i Leaching 1`ield- (Perk '.ate less than 5 nin.} - 500 Si' Torching area required, (p -� 1 -- Use 168, Lk' - 36" = wide leacl Ling trexn h Use 4 trer'yf..:hes @ 36' = 432 SF ,�0 / \ :✓ Use 2 trejiches 0 12' = 72 SF f � 1 � T07`1•�Ia = 504 5F r'� / ( Trenches to be installed to locca ion & elevation sham on elan. Tie end: �y / ^ ��s• of 36' trenches tcgether witi-i 12' leachiriq trenches. tli a [ trench loottrxa elevation must not he lcfrt�s thou (31ev. 53.7 (:I_�:" ;-Ax)ve mot'tlinc,) . O Q . ISQ [-lin. 4" FL = 54.7 top ti (9- CXP SERV'ATIGN PLAN I�iARRATIVE { ALL ACTIVITIES WILL BE IN ACCORDANE WITH IK �(O 3�•-/. \ 1 SECTION AND PAGE ACES, PLANT' AND SUPPLY LTST /� ` _ �C9 \\ "CT GUIDELINFF� OF SOIL EROSION AND SEDIMENT CONTRQL't ti of the SNET#2 2 51 \ 0), CONNEC.TICUT COUCIL of SOIL and WATER CONSERVATION January 1985 313 AZealeas - 8'- �41 3/4 t Dora Stone (60)tons t �� E T �' �4 OAK ,�� / ` '' ♦ \� / 16 Xu cas - 18'- 24'1 3 Yes crushed brick //: 1. Individual resp onsible for Erosion and Sediment Control: 2 Evergreens 5 G' 50 by 100 (4 Pull plastic) ti� O 1 / i01 2. Gravel entrance/exit pad will be installed at driveways. �v 13 t�.ite [leathers �a'- 24'1 500 feet of ding ` 1 ;�. ti ``Q/ �'•� t S 3. All storm water discharge areas.to be protected by fabric filters. 4 Dogwoods 5= 12 Dig 13ocics �r t c (SEE DETAIL AND PLAN FOR LOCATION) +. 5 Oriental Grass u� \ :© 0 • \ ! 4. Stabilization of disturbed areas will be accomplished withiri30_ days �' 0 Rhodadendrazis, l ems'- a4't 0 \ t, of disturbance in the following manner: O 5 Sap ijapIc!s - So- 61 r+3 O l � ` �\ \ \ A. Temporary vegetative cover, if needed, shall be as follows: annual rye grass shall be applied at the rate of 40 lbs./acre ADDITION �� between 3/1 and 10/1. (From 10/1 -,3/1, stabilization will be FF e0.0\ accomplished by application of mulch at the rate of 2 tons/acre.) �. B. Permanent vegetative cover shall be as follows: �N 0\ BED =•4 ' 1. Yards and lawns to be maintained: Al 2 1/2\ BATH) ,`Q �41 Kentucky Bluegrass 20 lbs./acre - ro X Creeping Red Fescue 20 lbs./acre ? p G V Perennial Rye Grass 5 lbs./acre �? �n- / Q�4 2. Detention Pond, Drainageways: Reed Canarygrass 20 lbs./acre (80%) Nic \ ' Red Top 5 lbs./acre (20%) l �S` Q 3. Steep slopes not able to be mowed regularly: Creeping Red Fescue 20 lbs./acre S TATE OF O © �,� 41 .PV� R�- Red Tap 2 lbs /acre A- 4� !57.4 9 2 4 S F / ; /�� A. 1 Crown Vetch 15 lbs./acre CONNEC TICUT _ j" � Uj 5. All iron-structural erosion control measures such as mulching and T / { ,b826 AC� S izSo / / dust control shall be in accordance with chapter 7 "CT Guidelines". 6. A. Commencement of work shall start as soon as possible after approval. t ©c", 55.Z /y.l \3b� B. Install gravel entrance/exit pads. C. Fill and grade area with approved material. D. Construct buildings in accordance with town planning regulations. g p g v ( F. All excess earth t:o be removed from Site. �_Vco 7. Site does not contain any designated Inland Wetland Soils. f ' LEGEND __ . . _ - - ._r- F ® EXISTING IRON PIN ® EXISTING MERESTONE i � ( / 54 i 1 1 163.2 1' ``s �- S $ -2Gd-32,.W } 55 56 NIF STATE OF CONNECTICUT 5 LANDSCAPING PLAN ' PROPERTY OF GREGORY NEARY 282 -9542 E.P �' 1 � � _ E.P 27 ELLINGTON ROAD SOUTH WINDSOPF BURNHAM STREET LUCEK ENGINEERING ASSOC. NO. REVISIONS DATE SCALE Iff- 20/ DAl CONSULTING ENGINEERS --- 490 BUCKLAND ROAD DRAWN KJ K CNE SOUTH WINDSOR. CONN. p f� 203-644-0550 -- - PROJECT88-39 SHI I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARgt4 ACCORDANCE W STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE; XISTING � E -OF ,P FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS'•,._1'APPPTE BY, rkt, t0lVAI ASSOCIATION OF -LAND SURVEYORS INC. i AS --A5.Bu;LT - - - - - - r, ram,;,►r�s _ --_' --- _ — - _ '- -_ . = -�`_ _ /, , c f - _- --- -- DATE - /r REVISIONS ._ f N. F LK. LL� -__ - DD - nili t Jill -- - t - - - �rnu �_�.-_ i �._ 4 i ►fir �� - - _ CO NUT SC AI£ . Cnnfira-.:torA_(,% verify all rU ditm-'insions On the. ]fb as L - co IWO ._-..-- F.s.Cam•,U UG Fo � i�Lam`-�•'; � —.� ' E - --- - _ - - - _ . - - - _ � --- _ ___ N, PouS( •' _ - = =_ _ __ - LEI _ - J - _. - _ - — _ _ dr ' r/q.U - - _ - - - - - I --_ -- - - T ' - - — - 01 P., TJ J - - - - - - - - - -- _ - - F!E!aT lr�t ... .-__.�_ _ - - z LU-._... _ _ : r.nt r. � ;tee" 1• v' 4 R i r r V � S A \ d w a � o = U THESE PLAYS MAX NOT BE GOPIED OR r'. .. 'Mille every attest 1',s.a been snade in the R£!'k)WCED 'WITHOUT i,'RITTEN' PF`RN,7SSION DRAWING NO. preparation of this plan to avoid rdetakess the FROM THE DESIONER, ANT COPY RENDERS designer cannot guarantee agait,st bu:aan error BOTH THE HAYER & THE USER TH&R-EUF J� -and �es.ions, The contractor on -lhe job must S`U&jvGT TO roLL ARCHITEk-,WRAL -A — 10 I .Checic all disaanaiona and other deteSlra and be t r,I33I01I. 88- 311 I responsible for sane. ,. :: , ,j . III i